(**ERROR- CASE BEING FACTORED DOES NOT EXIST OR IS THE CURRENT CASE. CASE= 20) Help I can't go to postprocessing. What do I need to add or remove? Thank you!

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Dec-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.96 0 0; 3 11.92 0 0; 4 17.88 0 0; 5 0 2.26667 0; 6 5.96 2.26667 0;
7 11.92 2.26667 0; 8 17.88 2.26667 0; 9 0 4.53333 0; 10 5.96 4.53333 0;
11 11.92 4.53333 0; 12 17.88 4.53333 0; 13 0 6.8 0; 14 5.96 6.8 0;
15 11.92 6.8 0; 16 17.88 6.8 0; 17 0 0 3.54; 18 5.96 0 3.54; 19 11.92 0 3.54;
20 17.88 0 3.54; 21 0 2.26667 3.54; 22 5.96 2.26667 3.54;
23 11.92 2.26667 3.54; 24 17.88 2.26667 3.54; 25 0 4.53333 3.54;
26 5.96 4.53333 3.54; 27 11.92 4.53333 3.54; 28 17.88 4.53333 3.54;
29 0 6.8 3.54; 30 5.96 6.8 3.54; 31 11.92 6.8 3.54; 32 17.88 6.8 3.54;
33 0 0 7.08; 34 5.96 0 7.08; 35 11.92 0 7.08; 36 17.88 0 7.08;
37 0 2.26667 7.08; 38 5.96 2.26667 7.08; 39 11.92 2.26667 7.08;
40 17.88 2.26667 7.08; 41 0 4.53333 7.08; 42 5.96 4.53333 7.08;
43 11.92 4.53333 7.08; 44 17.88 4.53333 7.08; 45 0 6.8 7.08; 46 5.96 6.8 7.08;
47 11.92 6.8 7.08; 48 17.88 6.8 7.08; 49 0 0 10.62; 50 5.96 0 10.62;
51 11.92 0 10.62; 52 17.88 0 10.62; 53 0 2.26667 10.62; 54 5.96 2.26667 10.62;
55 11.92 2.26667 10.62; 56 17.88 2.26667 10.62; 57 0 4.53333 10.62;
58 5.96 4.53333 10.62; 59 11.92 4.53333 10.62; 60 17.88 4.53333 10.62;
61 0 6.8 10.62; 62 5.96 6.8 10.62; 63 11.92 6.8 10.62; 64 17.88 6.8001 10.62;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16;
10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13;
19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 24 23 24; 25 25 26; 26 26 27;
27 27 28; 28 29 30; 29 30 31; 30 31 32; 31 17 21; 32 18 22; 33 19 23; 34 20 24;
35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32;
43 37 38; 44 38 39; 45 39 40; 46 41 42; 47 42 43; 48 43 44; 49 45 46; 50 46 47;
51 47 48; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41; 57 38 42; 58 39 43;
59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 64 53 54; 65 54 55; 66 55 56;
67 57 58; 68 58 59; 69 59 60; 70 61 62; 71 62 63; 72 63 64; 73 49 53; 74 50 54;
75 51 55; 76 52 56; 77 53 57; 78 54 58; 79 55 59; 80 56 60; 81 57 61; 82 58 62;
83 59 63; 84 60 64; 85 5 21; 86 6 22; 87 7 23; 88 8 24; 89 9 25; 90 10 26;
91 11 27; 92 12 28; 93 13 29; 94 14 30; 95 15 31; 96 16 32; 97 21 37; 98 22 38;
99 23 39; 100 24 40; 101 25 41; 102 26 42; 103 27 43; 104 28 44; 105 29 45;
106 30 46; 107 31 47; 108 32 48; 109 37 53; 110 38 54; 111 39 55; 112 40 56;
113 41 57; 114 42 58; 115 43 59; 116 44 60; 117 45 61; 118 46 62; 119 47 63;
120 48 64; 148 1 2; 149 2 3; 150 1 17; 151 17 33; 152 33 49; 153 49 50;
154 50 51; 155 51 52; 156 3 4; 157 4 20; 158 20 36; 159 36 52; 160 36 35;
161 35 34; 162 34 33; 163 17 18; 164 18 19; 165 19 20; 166 2 18; 167 18 34;
168 34 50; 169 3 19; 170 19 35; 171 35 51;
ELEMENT INCIDENCES SHELL
121 5 6 22 21; 122 6 7 23 22; 123 7 8 24 23; 124 9 10 26 25; 125 10 11 27 26;
126 11 12 28 27; 127 13 14 30 29; 128 14 15 31 30; 129 15 16 32 31;
130 21 22 38 37; 131 22 23 39 38; 132 23 24 40 39; 133 25 26 42 41;
134 26 27 43 42; 135 27 28 44 43; 136 29 30 46 45; 137 30 31 47 46;
138 31 32 48 47; 139 37 38 54 53; 140 38 39 55 54; 141 39 40 56 55;
142 41 42 58 57; 143 42 43 59 58; 144 43 44 60 59; 145 45 46 62 61;
146 46 47 63 62; 147 47 48 64 63;
ELEMENT PROPERTY
121 TO 147 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
*****
*****
ISOTROPIC CONCRETE-ZERO
E 2.17185e+007
POISSON 0.17
DENSITY 0
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
*****
*****
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 22 TO 30 43 TO 51 64 TO 69 85 TO 92 97 TO 104 109 TO 115 -
116 PRIS YD 0.25 ZD 0.3
MEMBER PROPERTY AMERICAN
10 TO 21 31 TO 42 52 TO 63 73 TO 84 PRIS YD 0.25 ZD 0.3
7 TO 9 70 TO 72 93 TO 96 105 TO 108 117 TO 120 PRIS YD 0.25 ZD 0.3
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 120
MATERIAL CONCRETE-ZERO MEMB 121 TO 147
SUPPORTS
1 TO 4 17 TO 20 33 TO 36 49 TO 52 PINNED
LOAD 1 LOADTYPE Dead TITLE DL-1 SELF WEIGHT
SELFWEIGHT Y -1
MEMBER LOAD
1 TO 120 UNI GY -4
LOAD 2 LOADTYPE Dead TITLE DL-2 CEILING
ONEWAY LOAD
YRANGE 2.27 7.1 ONE -0.12 XRANGE 0 17.88 ZRANGE 0 11.53 GY
LOAD 3 LOADTYPE Dead TITLE DL-3 WATERPROOFING
ONEWAY LOAD
YRANGE 5 7.1 ONE -0.7 XRANGE 0 17.88 ZRANGE 0 11.53 GY
LOAD 4 LOADTYPE Dead TITLE DL-4 FLOORING
ONEWAY LOAD
YRANGE 5 7 ONE -1.53 XRANGE 0 17.88 ZRANGE 0 11.53 GY
YRANGE 4 7.1 ONE -0.77 XRANGE 0 17.88 ZRANGE 0 11.53 GY
LOAD 5 LOADTYPE Dead TITLE DL-5 PARTITION
ONEWAY LOAD
YRANGE 3 5 ONE -0.96 XRANGE 0 17.88 ZRANGE 0 11.53 GY
ONEWAY LOAD
YRANGE 1 3 ONE -0.97 XRANGE 0 17.88 ZRANGE 0 11.53 GY
LOAD 6 LOADTYPE Dead TITLE DL-6 FRAME WALL
MEMBER LOAD
1 TO 6 64 TO 69 85 88 89 92 97 100 101 104 109 112 113 116 UNI GY -4.89
LOAD 7 LOADTYPE Dead TITLE DL-7 SLAB WEIGHT
ONEWAY LOAD
YRANGE 3 5 ONE -2.4 XRANGE 0 17.88 ZRANGE 0 11.53 GY
LOAD 8 LOADTYPE Dead TITLE DL TOTAL
REPEAT LOAD
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0 7 1.0
LOAD 10 LOADTYPE Live TITLE LL-1
ONEWAY LOAD
YRANGE 3 7.1 ONE -1.9 XRANGE -3 17.88 ZRANGE 0 11.53 GY
LOAD 100 LOADTYPE Seismic TITLE DL + LL
REPEAT LOAD
8 1.0 10 1.0
LOAD 101 LOADTYPE Seismic TITLE DL + LL + EQ AT +X
REPEAT LOAD
10 1.0 20 0.11
LOAD 120 LOADTYPE None TITLE 1.2DL + 1.6LL
REPEAT LOAD
8 1.2 10 1.6
LOAD 200 LOADTYPE None TITLE 1.05DL + 0.5LL + 1.1(0.11)EQ AT +X
REPEAT LOAD
10 0.5 20 0.121
LOAD 20 LOADTYPE None TITLE EQ @ +X
*LOAD 1 LOADTYPE Dead TITLE DL-1 SELF WEIGHT
SELFWEIGHT X 1
MEMBER LOAD
1 TO 120 UNI GX 4
*LOAD 2 LOADTYPE Dead TITLE DL-2 CEILING
ONEWAY LOAD
YRANGE 2.27 7.1 ONE 0.12 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 3 LOADTYPE Dead TITLE DL-3 WATERPROOFING
ONEWAY LOAD
YRANGE 5 7.1 ONE 0.7 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 4 LOADTYPE Dead TITLE DL-4 FLOORING
ONEWAY LOAD
YRANGE 5 7 ONE 1.53 XRANGE 0 17.88 ZRANGE 0 11.53 GX
YRANGE 4 7.1 ONE 0.77 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 5 LOADTYPE Dead TITLE DL-5 PARTITION
ONEWAY LOAD
YRANGE 3 5 ONE 0.96 XRANGE 0 17.88 ZRANGE 0 11.53 GX
ONEWAY LOAD
YRANGE 1 3 ONE 0.97 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 6 LOADTYPE Dead TITLE DL-6 FRAME WALL
MEMBER LOAD
1 TO 6 64 TO 69 85 88 89 92 97 100 101 104 109 112 113 116 UNI GX 5.216
*LOAD 7 LOADTYPE Dead TITLE DL-TOTAL
REPEAT LOAD
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0
LOAD 21 LOADTYPE None TITLE EQ @ -X
*LOAD 1 LOADTYPE Dead TITLE DL-1 SELF WEIGHT
SELFWEIGHT X -1
MEMBER LOAD
1 TO 120 UNI GX -4
*LOAD 2 LOADTYPE Dead TITLE DL-2 CEILING
ONEWAY LOAD
YRANGE 2.27 7.1 ONE -0.12 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 3 LOADTYPE Dead TITLE DL-3 WATERPROOFING
ONEWAY LOAD
YRANGE 5 7.1 ONE -0.7 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 4 LOADTYPE Dead TITLE DL-4 FLOORING
ONEWAY LOAD
YRANGE 5 7 ONE -1.53 XRANGE 0 17.88 ZRANGE 0 11.53 GX
YRANGE 4 7.1 ONE -0.77 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 5 LOADTYPE Dead TITLE DL-5 PARTITION
ONEWAY LOAD
YRANGE 3 5 ONE -0.96 XRANGE 0 17.88 ZRANGE 0 11.53 GX
ONEWAY LOAD
YRANGE 1 3 ONE -0.97 XRANGE 0 17.88 ZRANGE 0 11.53 GX
*LOAD 6 LOADTYPE Dead TITLE DL-6 FRAME WALL
MEMBER LOAD
1 TO 6 64 TO 69 85 88 89 92 97 100 101 104 109 112 113 116 UNI GX -5.216
*LOAD 7 LOADTYPE Dead TITLE DL-TOTAL
REPEAT LOAD
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0
LOAD 22 LOADTYPE None TITLE EQ @+Z
*LOAD 1 LOADTYPE Dead TITLE DL-1 SELF WEIGHT
SELFWEIGHT Z 1
MEMBER LOAD
1 TO 120 UNI GZ 4
*LOAD 2 LOADTYPE Dead TITLE DL-2 CEILING
ONEWAY LOAD
YRANGE 2.27 7.1 ONE 0.12 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 3 LOADTYPE Dead TITLE DL-3 WATERPROOFING
ONEWAY LOAD
YRANGE 5 7.1 ONE 0.7 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 4 LOADTYPE Dead TITLE DL-4 FLOORING
ONEWAY LOAD
YRANGE 5 7 ONE 1.53 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
YRANGE 4 7.1 ONE 0.77 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 5 LOADTYPE Dead TITLE DL-5 PARTITION
ONEWAY LOAD
YRANGE 3 5 ONE 0.96 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
ONEWAY LOAD
YRANGE 1 3 ONE 0.97 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 6 LOADTYPE Dead TITLE DL-6 FRAME WALL
MEMBER LOAD
1 TO 6 64 TO 69 85 88 89 92 97 100 101 104 109 112 113 116 UNI GZ 5.216
*LOAD 7 LOADTYPE Dead TITLE DL-TOTAL
REPEAT LOAD
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0
LOAD 23 LOADTYPE None TITLE EQ @-Z
*LOAD 1 LOADTYPE Dead TITLE DL-1 SELF WEIGHT
SELFWEIGHT Z -1
MEMBER LOAD
1 TO 120 UNI GY -4
*LOAD 2 LOADTYPE Dead TITLE DL-2 CEILING
ONEWAY LOAD
YRANGE 2.27 7.1 ONE -0.12 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 3 LOADTYPE Dead TITLE DL-3 WATERPROOFING
ONEWAY LOAD
YRANGE 5 7.1 ONE -0.7 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 4 LOADTYPE Dead TITLE DL-4 FLOORING
ONEWAY LOAD
YRANGE 5 7 ONE -1.53 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
YRANGE 4 7.1 ONE -0.77 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 5 LOADTYPE Dead TITLE DL-5 PARTITION
ONEWAY LOAD
YRANGE 3 5 ONE -0.96 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
ONEWAY LOAD
YRANGE 1 3 ONE -0.97 XRANGE 0 17.88 ZRANGE 0 11.53 GZ
*LOAD 6 LOADTYPE Dead TITLE DL-6 FRAME WALL
MEMBER LOAD
1 TO 6 64 TO 69 85 88 89 92 97 100 101 104 109 112 113 116 UNI GZ -5.216
*LOAD 7 LOADTYPE Dead TITLE DL-TOTAL
REPEAT LOAD
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.025 MEMB 1 TO 147
FC 25000 MEMB 1 TO 147
FYMAIN 415000 MEMB 1 TO 147
DESIGN BEAM 1 TO 9 22 TO 30 43 TO 51 64 TO 72 85 TO 120
DESIGN COLUMN 10 TO 21 31 TO 42 52 TO 63 73 TO 84
DESIGN ELEMENT 121 TO 147
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH